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V= = 18.97 kd/m3 ko=0.25 %3D 8- 4898; ko = r-18.54G kA/ms1 ko-0 29 1:5m 8 =45.04 379k/m3. V= 18.121 kN/m² %3D 1:5m 8=42.0189:ko303 Retaining Y=18.121KN/ 5m. Wall: 8=39.633 ; Aon co

V= = 18.97 kd/m3 ko=0.25 %3D 8- 4898; ko = r-18.54G kA/ms1 ko-0 29 1:5m 8 =45.04 379k/m3. V= 18.121 kN/m² %3D 1:5m 8=42.0189:ko303 Retaining Y=18.121KN/ 5m. Wall: 8=39.633 ; Aon co

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Calculate the earth pressure at rest and distance at which the net at - rest force acts.
V= 18.97kN/m3 8= 4898; ko =0.25 r= 18.546 kA/m3. 8 = 45.0A5 k=029 1:5m V= 18.121 kN/m² 8=42.0189:ko=0 1:5m Redaiming Y= 18.121KN らm. Wall: 8=39.633: r0b bope
Transcribed Image Text:V= 18.97kN/m3 8= 4898; ko =0.25 r= 18.546 kA/m3. 8 = 45.0A5 k=029 1:5m V= 18.121 kN/m² 8=42.0189:ko=0 1:5m Redaiming Y= 18.121KN らm. Wall: 8=39.633: r0b bope
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